| ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
| VolF | 11Šª |
| ”NF |
2002”N
|
| •ÅF |
2371-2376•Å
|
| ’˜ŽÒi˜ajF |
ˆêˆä@N“ñ
|
| ƒ^ƒCƒgƒ‹i˜ajF |
ƒg[ƒ^ƒ‹ƒRƒXƒg‚ÉŠî‚‘ÏkÝŒv‚Ì’ñˆÄ‚ÆŽŽŽZid—ÍŽ®ŠÝ•ǂ̗áj
|
| ´˜^i˜ajF |
-
|
| ƒL[ƒ[ƒhi˜ajF |
‘ÏkÝŒvC«”\ÝŒvCM—Š«ÝŒvC’nk”íЃRƒXƒgCd—ÍŽ®ŠÝ•Ç
|
| ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
|
| ’˜ŽÒi‰pjF |
Koji Ichii
|
| ƒ^ƒCƒgƒ‹i‰pjF |
A PROPOSAL AND A TRIAL OF THE SEISMIC DESIGN BASED ON TOTAL COST (GRAVITY TYPE QUAY WALL CASE)
|
| ´˜^i‰pjF |
A trial of the seismic design based on expected total cost for gravity type quay wall was conducted. First of all, the concept of current seismic design practice, performance-based design concept and reliability-based design concepts are reviewed from the viewpoints of expected total cost. Since these design concepts are based on acceptable seismic loss assumption, a trial of the seismic design using total cost was conducted. The results imply the possibility that the optimum design parameters can be different for with and without acceptable loss assumption.
|
| ƒL[ƒ[ƒhi‰pjF |
Seismic design, Performance based design, Reliability based design, Seismic loss, Gravity type quay wall
|
| ‹LŽ–‹æ•ªF |
-
|
| ‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |